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PT 2X LEDGER BEAM (� PT DECK JST OR RAFTER <br />1 W1 JST HGRS PER PLAN <br />L1/2' LAG MOLTS W1 FLAT WASHERS, <br />PROVIDE 4-166 GALV NAILS <br />ALTERNATE HIGH 4 LOW LOCATION <br />a HIGH 4 LOW LOCATIONS <br />THRU RIM JST OR STUDS <br />THRU RIM JST OR STUDS <br />OR 1/2' DIA ANCHOR 5OLT5 0 16" O.C. <br />NOT APPLICABLE <br />STAGGERED DRILL d EPDXY <br />ON CONCRETE WALLS <br />WITH SIMPSON WET SET EPDXY <br />ON CONCRETE WALLS <br />NOTE <br />ALL CUTS ,AND HOLES IN LEDGER <br />5 <br />VAT I V ®T ATED WOOD NTS <br />TO BE COATED WITH FRE5ERvATIvE <br />TREATMENT CO1�CPLiINW1�,l�J,�FA M4 <br />FER SECTION l�lll.l <br />SECURE BALUSTER TO WALL WITH <br />xz ad WOOD SCREW O.C. ---� <br />1-1/2' s 2' CONTINUOUS - <br />PT HANDRAIL a 341-3�' <br />i RETURN ENDS TO WALL <br />RAILING WHERE OCCURS <br />ACED SO THAT A 4' <br /><r I I f I r IHERE CANNOT PASS THRU <br />CONC <br />DT TREAD TYP <br />3) 2 X 12 PT STRINGERS <br />4LU5TER5 WITH <br />CREW TOP 4 5TM <br />ER 4 RAILING <br />I i�f�47�d� - IY/ I 1::W. <br />ate° <br />DOWNSPOUT l FLEXIBLE OR <br />RIGID PIPE ) CONNECT TO <br />BLD'G. ROOF DRAIN <br />SLOPE FINISH GRADE <br />AWAY FROM FOUNDATION <br />29® MIN. (1/4" : 129 <br />4' RIGID, NON -PERFORATED <br />DRAIN PIPE - DO NOT CONNECT <br />WITH FTG. DRAIN LEADER <br />SILT BARRIER ( BLD'G. III <br />PAPER, FILTER FABRIC OR <br />POLYETHELENE FILM) <br />WASHED ROCK (MIN. 3/4' DIM.) <br />W/ MIN. 12' COVER Q TOP <br />SIDES AND 5TM. <br />MIN. 4' RIGID, PERFORATED, <br />CORRfGATED DRAIN PIPE <br />DRAINFDN, <br />- } <br />2 X TRUSSES a 24" ®.c. - TRUSSES TO BE --- <br />PROVIDED BY AN APPROVED MANUFACTURER <br />REGISTERED IN THE STATE OF WASHINGTON <br />COMP ROOF INSTALL PER MFR'5 <br />1/2" CDX ROOF SHEATHING - <br />OR EQUAL W1 ad NAILS 'a ro" O.C. <br />AT ALL PANEL EDGES 4 12" O.C. <br />AT INTERMEDIATE SUPPORTS <br />ad 6 f " O.C. ONTO E3LKG <br />2 X VENT 5LOCKING -- <br />SIMPSON HI SEISMIC <br />TIES o EACH TRUSS <br />2(o GA. MTL. <br />GUTTER <br />I X FACIA <br />MOISTURE BARRIER <br />USE ROCKWOOL OR OTHER <br />NONCOMBUSTIBLE MATERIAL <br />AS FIRESTOP (FIBERGLASS IS <br />UNACCEPTABLE AS FIRESTOP) <br />PROVIDE SHEAR WALL <br />PANELS A$ NOTED ON <br />FLANS AND SHEARWALL <br />SCHEDULE <br />12 <br />SEE <br />ELEv <br />/ 1/2" GYP 5D OPT R-35 INSULATION OPT <br />\�_-_-- 2-2X9, TOP PLATES - LAP SPLICES 48' <br />\ RIGID INSULATION OPT. <br />l�° - --- 4X5 HEADER (UNLESS OTHERWISE NOTED) <br />R - 21 OPTIONAL <br />w <br />w <br />w <br />5/V X 1o' ANCHOR BOLTS PER <br />5HPAR WALL SCHEDULE <br />U/ 3' X 3' SO X 3/I�2" THK ANCHOR <br />BOLT WASHERS - PROVIDE A.B. NOT <br />LESS THAN , E30LT DIAMETERS 3 NOT <br />MORE THAN 12" FROM ENDS OF EA. <br />FDN. SILL PLATE <br />2 X o FDN GRADE <br />SILL PLAT <br />6) <br />t1l <br />ly <br />GRADE —� <br />BACKFILL W/ CLEAN <br />PERVIOUS, FREE <br />DRAINING: MATERIAL <br />AFTER FULL CONC. <br />STRENGTH HAS BEEN <br />ATTAINED <br />TYR DRAIN <br />PIPE - SEE <br />DRAINAGE DETAIL <br />2 X (o STUDS a) 16 "®.c. <br />v <br />4" CONC. SLAB PER PLAN <br />„ili,;,lI Mi I I"li,;,iii , I 11 I IEEI I IEl I FEII1=1IF <br />- CANTILEVERED RETAINING <br />WALL FOUNDATION SEE DET 1/53 <br />T"""I�FICAL WALL5E(o-.-'TlL"")N <br />.._,. .. <br />401 V (5EE RETAINING WALL 5CHEDULE ��e F � � rl � �y. <br />FOR Rt INt-O C IMLN I ) <br />r ,h a ` �� s� <br />2,pp <br />>�w <br />�w0 x0� <br />p <br />®` Z Z W <br />O <br />0 'T ZZ `C <br />UNper�®,� U <br />�j00 <br />a0JFwp�� <br />�©�eC <br />W�� WSW <br />0 w 0 <br />N U E U E m <br />N <br />� w <br />z q <br />a <br />v <br />r <br />va <br />U v <br />w <br />z U w <br />4 U <br />n <br />u <br />111 <br />W <br />